Earthquakes and Structures

  • 제14권2호
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  • Pages.179-186
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  • 2018
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  • 2092-7614(pISSN)
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  • 2092-7622(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

The numerical study of seismic behavior of gravity retaining wall built near rock face

  • Taravati, Hossein (Department of Civil Engineering, Imam Khomeini International University) ;
  • Ardakani, Alireza (Department of Civil Engineering, Imam Khomeini International University)
  • 투고 : 2017.07.14
  • 심사 : 2018.02.12
  • 발행 : 2018.02.25
⟨ 이전 논문 다음 논문 ⟩

초록

We present the accurate investigation the seismic behavior of the gravity retaining wall built near rock face based on numerical method. The retaining wall is a useful structure in geotechnical engineering, where the earthquake is a common phenomenon; therefore, the evaluation of the behavior of the retaining wall during an earthquake is essential. However, in all previous studies, the backfill behind the wall was usually approximated by a homogeneous region, while in contrast, in practice, in many cases retaining walls are used to support the soil pressure in, inhomogeneous, mountainous area. This suggests an accurate investigation of the problem, i.e., numerical analysis. The numerical results will be compared with some of recently proposed analytical methods to show the accuracy of the proposed method. We show that increasing the volume of the rock face yields decreasing the permanent horizontal displacement of the gravity retaining wall built near rock face. Besides, we see that the permanent horizontal displacement of the gravity retaining wall with homogenous backfill is more than permanent horizontal displacement of the gravity retaining wall case of the built near rock face in different frequency contents.

키워드

참고문헌

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피인용 문헌

  1. The effect of pile cap stiffness on the seismic response of soil-pile-structure systems under near-fault ground motions vol.20, pp.1, 2018, https://doi.org/10.12989/eas.2021.20.1.087
  2. Modified pseudo-dynamic analysis of rigid gravity retaining wall with cohesion-less backfill and uniform surcharge vol.26, pp.5, 2018, https://doi.org/10.12989/gae.2021.26.5.453